Solved question paper for SUR-2 May-2009 (DIPLOMA 4th)

Solved Question Paper

Surveying-2 May-2009

PSBTE • DIPLOMA • Cvil Engineering • 4th • May-2009

SUR-2 Surveying-2 for Punjab State Board of Technical Education, Diploma in Engineering, Civil Engineering 4th semester helps students find subject-wise previous year question papers for revision and practice. These papers are useful for understanding the exam pattern, repeated questions, and the kind of important topics usually asked in theory exams. BRpaper collects question paper references to make it easier to study by semester and subject. It is not the official website of the university or board, and students should use it as a preparation resource for finding old question papers and improving exam readiness.

Solved Questions

Solved
  1. Closely equispaced parallel contour lines represent __________ slope.
    Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
  2. The horizontal distance between two consecutive contours is __________.
    Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
  3. Balancing of traverse is done by __________ rule.
    Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
  4. If the ratio of rise to horizontal distance is small, the line is called a __________.
    Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
  5. The length of transition curve is __________.
    Fill in the Blanks 1 Marks May-2009 • PSBTE DIPLOMA
  6. The radius of 1° curve is 1719 m.
    True / False 1 Marks May-2009 • PSBTE DIPLOMA
  7. Abney level is used for measurement of horizontal angle.
    True / False 1 Marks May-2009 • PSBTE DIPLOMA
  8. Planimeter is used for measurement of area.
    True / False 1 Marks May-2009 • PSBTE DIPLOMA
  9. In a closed traverse the algebraic sum of latitude and departure must be equal to zero.
    True / False 1 Marks May-2009 • PSBTE DIPLOMA
  10. There can be index error in horizontal circle.
    True / False 1 Marks May-2009 • PSBTE DIPLOMA
  11. The line joining equal elevations is called a
    MCQ 1 Marks May-2009 • PSBTE DIPLOMA
  12. If contour lines cross one another it represents
    MCQ 1 Marks May-2009 • PSBTE DIPLOMA
  13. The size of a theodolite is determined by
    MCQ 1 Marks May-2009 • PSBTE DIPLOMA
  14. The line of collimation should be perpendicular to the vertical axis.
    MCQ 1 Marks May-2009 • PSBTE DIPLOMA
  15. The additive constant in tacheometry can be made equal to zero.
    MCQ 1 Marks May-2009 • PSBTE DIPLOMA
  16. Explain the principle of tacheometry.
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  17. What are the different types of vertical curves?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  18. What are the requirements of a transition curve?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  19. Explain successive bisection of arcs method for setting out a circular curve.
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  20. Explain the instrument used for enlarging and reducing plans.
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  21. What are the uses of contour map?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  22. How is area measured by a planimeter?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  23. Explain transiting of theodolite.
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  24. How is closing error in traverse balanced?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  25. How would you find the height of an object whose base is inaccessible?
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  26. Name the instruments used in tacheometry.
    Short Answer 3 Marks May-2009 • PSBTE DIPLOMA
  27. From the following data calculate the total volume of water impounded by trapezoidal and prismoidal formula:
    Contour in metres: 4410, 445, 120, 425, 130
    Area in square metres: 92, 140, 410, 890, 1158
    Long Answer 10 Marks May-2009 • PSBTE DIPLOMA
  28. Calculate the distances missing from the record of closed traverse:
    AB = 305 m, reduced bearing N 05° E; BC = ? , S 40° E; CD = ? , S 28° W; DA = 484.14 m, N 85° W
    Long Answer 10 Marks May-2009 • PSBTE DIPLOMA
  29. For a traverse, the interior angles are ZA = 76° 12' 00", ZB = 112° 12' 00", ZC = 98° 12' 40", ZD = 130° 09' 20", ZE = 123° 14' 00" and bearing of AB = 217° 50' 20". Find the bearings of the other lines.
    Long Answer 10 Marks May-2009 • PSBTE DIPLOMA
  30. A simple circular curve of radius 350 m connecting two straight lines with deflection angle 60° is to be laid out. If chainage of point of intersection is 1305.5 m, find tangent length, length of curve, and chainage of commencement and end of curve.
    Long Answer 10 Marks May-2009 • PSBTE DIPLOMA

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01 Where can I find SUR-2 Surveying-2 previous year question papers?

You can use this subject page to look for SUR-2 previous year question papers for the 4th semester Civil Engineering diploma.

02 Are subject-wise question papers available for this semester?

Yes, this page is meant to help students find subject-wise papers for SUR-2 and other 4th semester Civil Engineering subjects.

03 Can I download SUR-2 question papers in PDF format?

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04 Will I find solved question papers or answer keys here?

This page is mainly for previous year question papers and preparation material. It does not guarantee solved papers or answer keys.

05 How do these papers help in exam preparation?

They help you revise important topics, understand the question pattern, and practice repeated questions before the exam.